New Town Kolkata Development Authority Tender
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New Town Kolkata Development Authority - NKDA Tender
Eprocure
Opening Date25 Jan 2025
Closing Date12 Feb 2025
Tender AmountRefer Documents
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Memo. No. 700/ Nkda /engg- 36/ 2010(xv)- Serial 04-
Description
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Contact
Tender Id
2025_NKDA_806461_4Bid Award Id
ViewTender No
Notice Inviting e-Tender No. 67/EE-I/NKDA/2024-25Tender Authority
New Town Kolkata Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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Supplying, spreading and compacting yellow Sand to required thickness, in layers not exceeding 150 mm layer by water and packing and ramming layer by to proper gradient and camber, inundating each lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramminf where necessary etc all as specified and as directed by the EIC.
48.13
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Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.
64.18
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Water Bound Macadam Base Course: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Manual means, Grading -II(53 to 22.04mm size)
208.77
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A. Plant Mix Method:
Construction of granular sub-base Gr-V by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
234.37
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100 mm thick interlocking designer concrete paver block M-50 grade for high traffic zone, bus terminus, industrial complex, mandi houses etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.
[Note: Subgrade CBR shouldnot be less than 5]
2625
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Ordinary Cement concrete ( mix 1:1.5:3) with graded stone chips(20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS code (i) Pakur Variety
7.87
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete , beams curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation.
52.5
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Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm or Size 500mm x 250mmx width 250mm) at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.
700
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Relaying disturbed channel stone on new lime concrete (18 : 36 : 100) bed up to 75 mm thick.
75
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Relaying disturbed kerb stone on new lime concrete (18 : 36 : 100) bed up to 75 mm thick.
50
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Providing and laying in position Pre-cast Cement Concrete (M-25 grade) Road channel after preparing the bed in slope over 50 mm thick compacted stone dust of size 200 mmX 250 mm X 100 mm as aproved by EIC without reinforcement, and filling the joints with 10 m thick cement motor (1:4) and curing the mortor joints for at least 3 days (accepted rate)
75
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Applying exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new suface to receive decorative textured (Matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufaturer's specification and as per direction of the EIC. In Ground Floor. (a) One Coat.
332.5
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Material & labour for applying Protective and Decorative Acrylic exterior emulsion paint over old painted kerb stones of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge as required. The rate includes cost of material, labour, scaffolding and all incidental charges etc) In Ground floor (Two Coat).
b) Premium 100% Acrylic Emulsion.
332.5
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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.
94.5
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Add G.S..T @18% from Serial 1 to 17
1
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Add Labour Welfare Cess @ 1% from Serial 1 to 18
1
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